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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance HOUSE NO 9 V P O KONDAL TEHSIL HATHIN DISTT PAIWAL 121103 | KONDAL | PALWAL | HARYANA | 121103 | +9.90% | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 CrAdmitted-Finance H NO 02 NEAR GOVT BOYS SR SEC SCHOOL 121102 | PALWAL | HARYANA | 121102 | +10.00% | ₹1.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.3 CrAdmitted-Finance H NO 12 N EXTENSION NEW PALAM VIHAR GURUGRAM H NO 12 N EXTENSION NEW PALAM VIHAR GURUGRAM 122001 | GURUGRAM | HARYANA | 122001 | +10.58% | ₹1.3 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.3 CrAdmitted-Finance | +12.00% | ₹1.3 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.4 CrAdmitted-Finance KADARPUR ROAD KADARPUR ROAD NEAR PARJAPATI DHARAMSHALA BADSHAPUR GURUGRAM 122001 | GURUGRAM | HARYANA | 122001 | +12.33% | ₹1.4 Cr | L5 | Admitted-Finance |
Updated dates
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
4 May 2026, 5:00 pmClosed
MANOJ KUMAR
Municipal Council Palwal
Construction of Road and Drain of Firni Ward No.01, Aghwanpur MC Palwal
2026_HRY_516385_1
20269E09E1F5 1E1A 4927 992E F229BE546BA9294ULB
Open Tender
Civil Works
300 days
Palwal
2 documents required · 2 mandatory
₹5,000
₹2.4 L
Yes
4 Jun 2026
21 Apr 2026
5 May 2026
21 Apr 2026
4 May 2026
21 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate] | - | cum | - | - |
| 2 | [11.8.2]12 mm cement plaster of mix : 2. 1:6 (1 cement: 6 coarse sand) [Through Rate] | - | Sqm | - | - |
| 3 | [13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] | - | Kg. | - | - |
| 4 | [17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications [Through Rate] | - | cum | - | - |
| 5 | [17.23.2]Water Bound Macadam Grading - II 2. Water Bound Macadam (53mm to 22.4 mm)Grading II with screenings Type “B” (11.2 mm aggregates) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate] | - | cum | - | - |
| 6 | [17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate] | - | Sqm | - | - |
| 7 | [21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening [Through Rate] | - | Each | - | - |
| 8 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] | - | cum | - | - |
| 9 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [Beyond 10km up to 20km per KM] | - | cum | - | - |
| 10 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [Beyond 5km up to 10km per KM] | - | cum | - | - |
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